This document discusses different types of curves used in hill roads. There are two main types: horizontal curves and vertical curves. Horizontal curves include hairpin curves, which turn 180 degrees down a hillside, salient curves which curve outward on the hillside and are dangerous for traffic, and re-entrant curves which curve inward in a valley and provide better visibility. Vertical curves include summit curves which curve upwards to join roads of different grades, and valley curves which curve downwards and require sufficient sight distance at night. Design considerations for both types of curves include sight distance, vehicle comfort, and safety.
Transition curve and Super-elevation
Transition Curve
Objectives of Transition Curve
Properties Of Transition Curve
Types Of Transition Curve
Length Of Transition Curve
Superelevation
Objective of providing superelevation
Advantages of providing superelevation
Superelevation Formula
Numerical
Transition curve and Super-elevation
Transition Curve
Objectives of Transition Curve
Properties Of Transition Curve
Types Of Transition Curve
Length Of Transition Curve
Superelevation
Objective of providing superelevation
Advantages of providing superelevation
Superelevation Formula
Numerical
This Presentation Contains Railway engineering concepts. The contents covered are Permanent way: Requirement, its component. Feel free to write in Comment Section or drop a line in my Inbox amanbathla710@gmail.com.
Any hydraulic structure which supplies water to the off taking canal known as headwork. Storage head work is that stores water when it is available and supplies when needed.
Railway secondary part of the transportation . Railway use of maximum materials transport of one place to other place. Particular time of number of trains are move of particular junction so these part are used of points and crossing.
Best helpful of these ppt of railway track and design purposes.
This presentation discusses the points and crossings used in railways. Especially It deals with the types of turnout - Right-Hand Turnout and Left-hand Turnout. parts of turnout and also the different types of crossings based on the angle.
types of pavement materials
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This Presentation Contains Railway engineering concepts. The contents covered are Permanent way: Requirement, its component. Feel free to write in Comment Section or drop a line in my Inbox amanbathla710@gmail.com.
Any hydraulic structure which supplies water to the off taking canal known as headwork. Storage head work is that stores water when it is available and supplies when needed.
Railway secondary part of the transportation . Railway use of maximum materials transport of one place to other place. Particular time of number of trains are move of particular junction so these part are used of points and crossing.
Best helpful of these ppt of railway track and design purposes.
This presentation discusses the points and crossings used in railways. Especially It deals with the types of turnout - Right-Hand Turnout and Left-hand Turnout. parts of turnout and also the different types of crossings based on the angle.
types of pavement materials
types of paving material
types of road pavement
types of flexible pavement
flexible pavement of road construction
types of pavement for driveways
types of rigid pavements
asphalt pavement types
types of flexible pavements
flexible pavement design
flexible pavement manual
flexible pavement construction
flexible pavement vs rigid pavement
flexible pavement design example
flexible pavement of road construction
flexible pavement ppt
types of rigid pavements
rigid pavement design
rigid pavement pdf
rigid pavement construction
rigid pavement design example
rigid pavement construction michigan
aashto rigid pavement design
aashto rigid pavement design spreadsheet
Content- Design of horizontal alignment: horizontal curves, design of super elevation and its provision, radius at horizontal curves, widening of pavements at horizontal curves, analysis of transition curves.
Design of vertical alignment: different types of gradients, grade compensation on curves, analysis of vertical curves, summit curves, valley curves.
Intersection: at grade and grade separated intersections, speed change lanes, Canalization, Design of rotary intersection
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
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Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
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Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
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Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
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(C) 2024 Robbie E. Sayers
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
3. Hair Pin Curves
• changes its direction through an angle of
180 or so, down the hill on the same side
• conforms to the shape of a hair-pin
• located on hill side having the minimum
slope
• must be safe from the view point of land
slides and ground water
• Hair-pin bends with long arms and farther
spacing are always preferred
4. Salient Curves
• The curves having their convexity on the outer edges of a hill road are
called salient curves.
• The center of curvature of a salient curve lies toward the hill side.
• This type of curve occurs in the road length constructed on the ridge of a
hill.
• The bend so formed at the salient curve in hill road is known as corner
bend.
• Salient curves are very dangerous for fast-moving traffic.
• At such a curve or at corner bend, the portion of projecting hill side is
usually cut down to improve the visibility.
• The outer edge of the road at such a curve is essentially provided with a
parapet wall for protection of the vehicles from falling down the hill
slope.
5. Re Entrant Curves
• The curves having their convexity on the
inner edge of a hill road are called re-
entrant curve.
• This type of curve occurs in the road length
constructed in the valley of a hill.
• These curves are less dangerous as they
provided adequate visibility to the fast-
moving traffic. At such curves, the parapet
wall is provided only for safety of fast-
moving traffic.
6.
7. Types of curves-
Vertical
• Summit Curve-
vertical curves with gradient
upwards.
• Valley Curve-
vertical curves with convexity
downwards
8. Summit Curves
• Objective :- To join 2 different
grades of roads with smooth
vertical curve, four different
conditions for formation summit
curve shown below –
9. Valley curve
• Objective – To join 2 different
grades of roads with smooth
vertical curve. Four different
conditions for formation summit
curve which are shown below -
10. Concepts behind
Summit Curve
• Design of summit curve on the basis
of sight distance.
• On summit curves, centrifugal force
acting outwards hence the springs of
vehicle is not compressed and
therefore passenger comfort is not a
issue.
• Design of summit curve as a square
parabola because the rate of change of
slope is decreasing always so more
sight distance available at the top of
curve.
Valley Curve
• In day time, no problem of any sight
distance but in night time head light
sight distance should be sufficient for
vehicle to stop before colliding with
object.
• In valley curves, the centrifugal force
will be acting downwards along with
the weight of the vehicle. This will
result in jerking of the vehicle and
cause discomfort to the passengers.